longitudinal dispersion in nonuniform isotropic porous media

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LITER RESERVOIR (FRESH OR SALINE) OVE TO PUMP v 92 FIGURE 4.3 CONSTANT HEAD TANK CONSTANT HEAD CHAMBER Ya ... 'ked Column Apparatus Show<strong>in</strong>g Flow System ETERS CONSTANT HEAD OUTFLOW TANK TO DRAIN OR VOLUMETRIC FLASK
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LONGITUDINAL DISPERSION IN NONUNIFO
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ii ACKNOWLEDGEMENTS This research p
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iv ABSTRACT A theoretical and exper
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ACKNOWLEDGEMENTS ABSTRACT LIST OF F
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viii TABLE OF CONTENTS (continued)
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4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.1
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Table 3.1 3.2 4.1 4.2 4.3 4.4 4.5 5
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o en -o ::J o CD FLOW .. Solute Con
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porous medium and an unconsolidated
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20 CHAPTER 2 LITERATURE REVIEW Tran
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(1/2) V yd s From experiments, they
Page 54: 39 governed by an effective advecti
Page 61 and 62: 2.4 SUmmary 46 Several different cl
Page 63: 48 CHAPTER 3 A THEORETICAL MODEL FO
Page 67: Q = 52 (3.1) where P'cos8 is the pr
Page 72: I 1 FLOW 3 PORE • JUNCTION 57 CAP
Page 81: shows a histogram of 10000 particle
Page 92: This expression gives the frequency
Page 97: PERMEABILITY where 82 TABLE 3.1 Sum
Page 108: the sand pack. Constant head is mai
Page 117: 102 cumulative probability distribu
Page 121: 106 Water in the column experiments
Page 125: 110 deviations for these distributi
Page 137: 122 proper boundary condition arise
Page 147: C 0.6 CO - 0.4 0.2 99.99 132 PECLET
Page 151 and 152: 136 CHAPTER 5 A COMPARISON OF MODEL
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Measured Calculated ( C = 16) (equa
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146 of the required number of steps
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152 effective porosity as compared
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155 CHAPTER 6 SUMMARY AND CONCLUSIO
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161 4. Experimental and theoretical
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173 times this number. It is possib
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176 Table A.1 Ko1mogorov-Smirnov Te
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Dual Linear Congruential Generator:
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185 For a finite medium of length L
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193 max1mum error). The breakthroug
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197 APPENDIX C SHEAR DISPERSION AND
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longitudinal dispersion in nonuniform isotropic porous media

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